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原文传递 Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions
题名: Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions
正文语种: 英语
作者: M. Gioffre; F. Cluni;V. Gusella
作者单位: Univ, of Perugia,
摘要: An equivalent beam model to estimate the three-dimensional response of tall buildings to random loads is proposed in this paper. The model fully describes coupling between bending and torsion. In particular, bending behavior is described using the Timoshe
出版日期: 2020
出版年: 2020
期刊名称: Journal of Structural Engineering
卷: Vol.146
期: No.11
页码: 04020239
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